hi WayneKagawa
if you can use section force(sf) output for whole model in field output
then after run job in visiualization module use cut free body to observe the section force component in each increment.
good luck
thread799-245419
Hi.
what is how i can estimate the expotential decay coeff ( dc) in earthquake on nonlinear soil-foundation-interaction?
how it coeff effect on base shear or friction solution in time history?
please help me
t.n.x
